WQ0045139_Application (FTSE)_20240129

January 29, 2024
Ms. Sharon Moran
NCDEQ
225 Green Street
Ste 714 SysteI Building
Fayetteville, NC 28301
ENGINEERS MR
PLANNERS
SURVEYORS
MOORMAN, KIZER & RErrZEL, INC.
115 Broadfoot Ave.
P.O. Box 53774
Fayetteville, NC n305
[phone]
Fax:[phone]
KCuci V ma.mkrinc.com
DEQIDWR
Re: Darling Ingredients, Inc. Sanitary Sewer Force Main Replacement JM 2.9 v P4
Fast Track Sewer Application
Dear Ms. Moran, WQROS
cAYETM/11I FRI=r,1nNAi nFF1CF
Enclosed please find the following being submitted to obtain a NCDEQ Permit for this project:
I . $600,00 Application Fee
2. Project Narrative
3. N.C. Secretary of State Business Corporation Search Results for Signing Official
4. GIS Site Map of Project
5. Fast Track Sewer Extension Application
6. Flow Tracking for Sewer Extension Application
7. Flow Acceptance Letter
Sincerely,
Moorman, Kizer itzel, I c.
David E. Vauglui, P , PLS
CC: Matthew Haynes — Darling Ingredients, Inc.
RECEIVED
JAN 2 9 2024
y:l errs
DEO-FAYETTEVUE REGIONAL OFFfCE

Darling Ingredients Inc.
Sanitary Sewer Force Main Replacement
1309 Industrial Drive
Fayetteville N.C. 28301
PAGE 1
Project Narrative
January 2024
PROJECT DESCRIPTION
ENGINEERS
PLANNERS
SY1FtV(:YORS
1NOORNIAM, ILf2E11 ! RETfIEEeRiC.
Ntutivtu
DEQIDWR
JAN, 2 9 ' uO"�
MICROS
=AYFTrmai i r-7aFr_rnnin ')rr1CF
The purpose of this project is to install a new 10" sanitary sewer force main to replace the existing
Darling Ingredients 6" sanitary sewer force main from the Darling Ingredients facility near the end of
South King Street along South King Street to Locust Drive in Fayetteville N.C. The project is
planned to begin construction in March 2024 and will have a construction period of 180 days. The
area disturbed for this project is less than one acre.
The proposed 4,904 linear foot 10" force main is planned to begin at the existing Valley Proteins Lift
Station which has been in operation since approximately 1964 and traverses west across the A&R
RR with installation across the RR by jack and bore method. The force main will then traverse
parallel to the RR for approximately 1000 feet through woodlands and will cross a drainage canal
with 12' minimum cover at the canal crossing. Approximately 600 feet of the force main will be
installed in the vicinity of the canal crossing via directional drill method. The force main will
continue in a northerly direction to its intersection with South King Street. The new force main will
then traverse north within the RW of South King Street to the intersection of South King Street and
the A&R RR with installation primarily by directional drill. The force main will cross the RW of the
A&R RR by jack and bore method and proceed north within the RIW via combination of directional
drill and open cut construction to Locust Street where the new force main will terminate at an
existing Fayetteville PWC maintained 18" sanitary sewer. The 18" sanitary sewer was constructed in
1964, per discussion with PWC and NCDEQ, the 18" sanitary sewer has no permit number.
The existing Valley Proteins LS constructed as previously mentioned in 1964 also does not have a
permit number per PWC and NCDEQ. This station conveys 0.8 MGD (555 GPM) of process waste
water with a pumping rate of 800 GPM and is permitted under pretreatment IUP 2001 CC. The Lift
station will have two pumps alternating simplex operation and a standby pump. The pump operating
point is 800 GPM at 41.64 feet Total Dynamic Head. There will be no increase in the pumping rate
associated with this project rather only upgrade of the force main to 10" diameter and replacement
of existing old pumps with more efficient pumps. The Lift station currently does not have a name, as
such; Valley Proteins Inc. proposes the station is named "Darling Ingredients Process Waste Water
Lift Station". The station is located at Latitude 35.0337 degrees and-78.8625 degrees Longitude.

1015123, 7:39 AM
North Carolina Secretary of State Search Results
• File an Annual Report/Amend an Annual Report - Upload a PDF Filing • Order a Document Online -
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Business Corporation
Legal Name
Valley Proteins (DE), Inc.
Prey Legal Name
Cbp Resources, Inc.
Prey Legal Name
Cbp Subco. Inc.
Information
Sosld: 0169339
Status: Current -Active Q
Date Formed: 5/8/1985
Citizenship: Foreign
State of incorporation: DE
Fiscal Month: December
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: United States Corporation Company
Addresses
KtVtjvtLj
DEQ/DWR
JAN 2 9 -.1 0�)A
'AYETm�1,WQROS ,a, n lCF
https:l/www.sosne.gov/online services/search/Business_Registration_Results 112

10/5123, 7:39 AM
North Carolina Secretary of State Search Results
Principal Office Mailing Reg Office
1309 Industrial Drive 151 Valpro Drive 2626 Glenwood Ave Ste 550
Fayetteville, NC 28301-6323 Winchester, VA 22603 Raleigh, NC 27608
Reg Mailing
2626 Glenwood Ave Ste 550
Raleigh, NC 27608
Off icers
Treasurer
Rodney White
1309 Industrial Drive
Fayetteville NC 28301-6323
Stock
Class: COMMON
Shares: 1000
Par Value 1
Vice President
Royal Witcher
1309 Industrial Drive
Fayetteville NC 28301-6323
Kti't! VCLe
DEQ/DWR
JAN 2 9 a OA
±AYErMfrr WQROS ia>;
nFFICE
https:l/www.sosnc,govtonline_services/searchiBusiness_Registration_Results 2l2

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DARLING INGREDIENTS, INC.

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria (Gravity Sewer & Pump Stations/Force Mains) and that plans, specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T, 15A NCAC 02T .0300, Division policies, and good engineering
practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in ISA NCAC 02T .0305 and the applicable minimuma. These
documents shall be immediately available upon request by the Division. kMENL
EQ10YYR
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review): JA N, 2 9 av ate{
➢ Projects that do not meet any part of the minimum design criteria (MDC) documents;
➢ Projects that involve more than one variance from the requirements of 15A NCAC 02T; �WQROS
➢ Pressure sewer systems utilizing simplex septic tank -effluent pumps (STEPs) or simplex grfnYv RTM I r r:)er+rnA1A J
➢ Simplex STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
General — When submitting an application, please use the following instructions as a checklist in order to ensure all required items are
submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the
amount of requested additional information. Failure to submit all required items will necessitate additional processing and review
time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit one original and one copy of
the application and supporting documentation.
A. One Original and One Copy (second copy maybe digital) of Application and Supporting Documents
® Required unless otherwise noted. Signatures on original must be "wet ink" or secure digital signatures.
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Letter/Narrative Description (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ Include the permit number/status of any other required sewer permits (down stream/upstream)
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Modification Application Packages):
M Submit a check or money order in the amount of $600.00, dated no more than 90 days prior to application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track Application (Required for All Application Packages, Form FTA 10-23):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
M If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary of State.
❑ If the Applicant Type in Item 1.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The Project Name in Item II.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
M The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional Engineer,
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Pagel of 3

® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b). Per
1 SA NCAC 02T .0106(c), an alternate person maybe designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page 2 of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 10-23) (If Applicable):
. ® - Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67(a).
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
➢ General location of the project components (gravity sewer, pump stations, & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include an aerial location map showing general project area (such as street names or latitude/longitude) so that Division staff
can easily locate it in the field.
G. Existing Permit (Application Packages for Modifications to an Existing Permit):
❑ Submit a copy of the most recently issued existing permit.
❑ Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit, items to
be added, and/or items to be modified (the application form itself should include only include items to be added/modified).
The narrative should also include whether any previously permitted items have been certified.
❑ The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h)(1 }, submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a Ietter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump station."
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall
be provided in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(l} provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the
sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an application
for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise
approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DEV).
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page 3 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL. OFFICE
ADDRESS
COUNTIES SERVED
Asheville Re Tonal Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778-8211
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Palk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5095
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
3800 Barrett Drive
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27609
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
[phone] Fax
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page 4 of 3

State of North Carolina
Department of Environmental Quality
-DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvislon of Water Resources FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number: Wftm�5�-8 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Darling Ingredients, Inc. (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Royal Witcher per 15A NCAC 02T .0106(b) KtUti �vJ+ito
Title: Vice President 4EQ/DWR
4. Applicant's mailing address: t309 Industrial Drive JAN 2 9 P Oo'L+
City: Fayetteville State: NC Zip: 28301-
5. Applicant's contact information: -zmWQROS
Phone number: [phone] Email Address: Greggory.wikstrom(a7,dartin iig comY��f f l rb�r'tn�t41 rl�j�•F
II. PROJECT INFORMATION:
1. Project name: Darling Ingredients Inc. Sanitary Sewer Force Main Replacement
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Cumberland
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.0337' Longitude:-78.8625'
5. Parcel ID (if applicable): 0446-16-3758 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: David E. Vaughn, PE, PLS License Number: 31015
Firm: Moorman, Kizer & Reitzel, Inc.
Mailing address: 115 Broadfoot Avenue
City. Fayetteville State: NC Zip: 28305-
Phone number: [phone] Email Address: dvaugbn@mkrinc,com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Cross Creek Permit Number: NCO023957
Owner Name: Fayetteville Public Works Commission
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQCS00007
2. Downstream (Receiving) Sewer Information: 18 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCSWQCS
Owner Name(s): Fayetteville Public Works Commission
FORM: FTA 10-23 Page I of 5

V1. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
[]Yes [—]No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOAIPOA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 1.5A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ® NIA
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: % Domestic % Commercial 100 % Industrial (See 15A NCAC 02T .0103 20 )
If Industrial, is there a Pretreatment Program in effect? ® Yes No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ® No
➢ If yes, urovide a couv of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(t))
Daily Design Flow e's
No. of Units
Flow
Industrial
555 gal/min
NIA
800,000 GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
Total
8001000 GPD
a See 15A NCAC 02T .0114(b),(d)L(1) and (e)(2) for caveats to wastewater design flow rates (i.e. proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 800,000 GPD (per 15A NCAC 02T .0114 and G.S. 143-215.1)
Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
® Other (Explain): The station does not have a WQ# & is being permitted aas brand new to acquire_a permt #.
FORM: FTA 10-23 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ Section I1 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Darling Ingredients Process Waste Water Lift Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.0337' Longitude:-78.8625'
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.80 millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): 800 gallons per minute (GPM) at 41.64 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.l .b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with I5A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B)'
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the
station.
FORM: FTA 10-23 Page 3 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Darling Ingredients Process Waste Water Lift Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.0337' Longitude:-78.8625'
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.80 millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): 800 gallons per minute (GPM) at 41.64 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
10"
3909
PVC
10"
995
DI
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the
station.
FORM: FTA 10-23 Page 3 of 5

If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided as part of this permit application in the case of a multiple station power outage.
FORM: FTn 1 a-23 Page 4 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 021.0305(f) R._(g)? ® Yes ❑ No
15A NCAC N)T 0105( 1) cnntnins minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
`Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
"Any private or public water supply source, including any wells, WS-I waters of Class l or
Class 11 impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as W L.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
v If noncompliance with 02T.0305(f) or (g), see Section X.1 of this application
* 15 A NCAC 02T.0305(gl contains alternatives where separations in 02T.0305Lf1 cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Walcr Classifications wtbaat�e
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ NIA
y If no, please refer to 15A NCAC 18C.0406(o for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? [:)Yes ❑ No ® NIA
Please provide supplementary information identifying the areas of non-conformance,
r See the Division's draft separation requirements for situations where separation cannot be met.
is No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: ® No
If yes, does the project comply with setbacks found in the river basin rules per I5A NCAC 019 .0200^ ❑ Yes [-]No
i This includes Trout Buffered Streams per 15A NCAC 2B.. 202
5, Does the project require coverage!authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with I SA NCAC 02T.0105oa ) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0IOSI, directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" [:]Yes ® No
Per I5A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 10-23 Page 5 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with II SA NCAC 021, the Minimum
and Force Mains (latest version) and the t rr % ily StwvrM t v as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the aporovol of the permit., and prialegis Leguiring a variance opproval may be subject to longer
review times. For r ' c r i in tv or more variances or where the variance is determined by the ivisi n to be
a significant portion o o'ec he full technical review is re uire .
2. Professional Engineer's Certification:
I. ��#d1A �• `tQ[�4� attest that this application for V,,4r14_�d �'G � � RtiJsefooW
(Professional Engineers name lions Application Lent Ill.1.) (Project Name iiom Application Iicin 11.1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
speciFeations, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
MininiumAklign i lbr_Urayil, 5c"rs tkalest %yrsiun), and the Minimum F
Permining of PUmp 5twimi-, ; nj_ nrce_,M1Ls.(Ijigst ►crsivn . Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $$10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the
application information. including failure to disclose any design non-compliance with the applicable Rules and design
criteria, may subject the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
. Ntz
North? ro g��,sional Engineer's seal, signature, and date;
JAR 2 9 aoa4
WQROS
-AYETTRII1 I FRFr.IONA[ OFFICE
...... -- .........
._............... .
,zo 1
RkSEAI_
31015
�INE� I
��...i. .it+
3, Applicant's Certification per I SA NCAC 02T .0I06(b); l_ _ y
1, Rq&_ w t ,fr , attest that this application for Var�t_A?t. ���tA� its N T
(Signature Authority Name from Application Item 1.3.) Wi, ci Na is from Application Hein I1.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the
Division of Water Resources should a condition of this permit be violated, I also understand that if all required parts of this
application package are not completed and that if all required supporting information and attachments are not included, this
application package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613. any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: . ,. r Date:
FORM: FTA 10-23 Page 6 of 5

Dlvlslon of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Darling Ingredients, Inc.
Project Name for which flow is being requested: Darling Ingredients Inc. Sanitary Sewer Force Main Replacement
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along lire route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Cross Creek Wastewater Treatment
b. WWTP Facility Permit #: NPDES NCO023957
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in
25.0
0.2975 JAIL,
10.6
I UCU
)WR
'W'{
0.8000* 1 A D n.F),
10.8975 7'My111Cacr_lnnr,ar
43.59
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B) (C) (D)=(B+C) (F)=(A-D)
Design
Obligated,
Pump Pump
Average
Approx. Not Yet Total Current
Station Station
Firm Daily Flow* *
Current Tributary Flow Plus
(Name or Permit
Capacity, * (Firm 1 pi),
Avg. Daily Daily Flow, Obligated Available
Number) No.
MGD MGD
Flow, MGD MGD Flow Capacity***
NONE
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow that can be
achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) not
less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located between the
project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): PWCIFayetteville Collection System
Downstream Permit Number: Unknown (WQCS00007)
Page 1 of 2
FTSE 10-23

III. Certification Statement:
I Misty M. Manning, P.E. certify to the best of any knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
W L,;
Signing Official Signature \--I. I Date
PWC Water Resources Engineering Manager
Title of Signing Official
Page 2 of 2
FTSE 10-23

RONNA ROWE GARRETT, COMMISSIONER wo
�"FAYE7TEVILLE PUBLIC WORKS COMMISSION
DONALD L. PORTER, COMMISSIONER (� �/ J 955 OLD WILMINGTON RD
CHRISTOPHER G. DAVIS, COMMISSIONER CkQ/0WR1WWW.FAYPWC.COM
i - � P.O. BOX 1089
RICHARD W. KING, COMMISSIONER HWN UTILITY FAY I ROLINA 28302-1089
TIMOTHY L. BRYANT, CEOIGENERAL MANAGER HONE [phone]
January 26, 2024 JA N y 9 ao a q
TO WHOM IT MAY CONCERN: "AYFTrm111WQR0S
D[Y+fIIAl4i SUBJECT: Flow Acceptance r1FFICF
Darling Ingredients Inc. Sanitary Sewer Force Main Replacement
This letter is in response to the inquiry regarding the availability of sanitary sewer to serve the
proposed Darling_ Ingredients Inc. Sanitary Sewer Force Main Replacement project Iocated on the
parcel with PIN 0446-16-3758 located at 1309 Industrial Drive in the City of Fayetteville,
Cumberland County NC.
Darling Ingredients, Inc. has submitted a permit application for a public sewer main extension on
this project. The Public Works Commission does not have an operation and maintenance
agreement with Darling Ingredients, Inc., but has agreed to accept and treat sanitary sewer from
this project. The sewage and wastewater collected by this system shall be treated in the Fayetteville
Public Works Commission Cross Creek Wastewater Treatment Facility (NPDES Permit No.
NC0023957) prior to being discharged into the receiving stream. The flow that is being permitted
by NCDEQ for this development is 800,000 gallons per day flowing at an estimated pump rate of
800 gpm for approximately 1000 minutes per day.
It is understood that no new flow is being generated by this project as this flow is already tributary
to PWC's wastewater collection system. Darling Ingredients, Inc. has an existing industrial user
permit (IUP2001CC) with a permitted discharge of 0.8 MGD (800,000 gpd). The flow is being
listed as generated flow on the NCDEQ permit application in order to ensure the pump station and
associated flows are properly documented in NCDEQ records.
The Cross Creek Wastewater Treatment Facility has sufficient capacity to accept the flow generated
by this project.
If you have any questions concerning this letter, please call me at [phone].
Very truly yours,
FAYETTEVILLE PUBLIC WORKS COMMISSION
Misty M. Ma ning, P.E.
Manager
Water Resources Engineering
cc: Project File
David E. Vaughn, PE, PLS
BUILDING COMMUNITY CONNECTIONS SINCE 1905
AN EQUAL EMPLOYMENT OPPORTUNITY EMPLOYER